• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
BAO Tai, LIU Xinrong, ZHU Fan, ZHU Keshan. Least square method for the consolidation coefficient evaluation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1230-1232.
Citation: BAO Tai, LIU Xinrong, ZHU Fan, ZHU Keshan. Least square method for the consolidation coefficient evaluation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1230-1232.

Least square method for the consolidation coefficient evaluation

More Information
  • Published Date: October 14, 2005
  • The consolidation coefficient was an important parameter in geotechnical engineering.To improve the precision of consolidation coefficient,many solutions have been suggested,such as logarithm of time and square root of time methods.However,many solution depends on the initial value of compression curve which and influenced the precision of consolidation coefficient directly.At the same time,only few data were adopted to determine the consolidation coefficient and couldn’t reflect the complete process of conslidation.So,in the paper,the least square method was adopted to compute the consolidation coefficient with the derived formulae.At the same time,the obtained solution could eliminate personal error and get the initial and final values of conslidation.
  • Related Articles

    [1]GAO Deng-hui, ZHAO Kuan-yao, JIN Song-li, XING Yi-chuan, CHU Wen-shu, FAN Ji-fei, ZHU Qiong. Method for calculating negative skin friction of pile foundation in large- thickness self-weight collapsible loess sits[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 231-235. DOI: 10.11779/CJGE2022S1041
    [2]ZHONG Zu-liang, DIAO Xiao-jun, LIU Xin-rong. Method for calculating frictional resistance of long-distance pipejacking in deeply buried rock strata[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2063-2070. DOI: 10.11779/CJGE202211012
    [3]FENG Zhong-ju, HU Hai-bo, DONG Yun-xiu, FENG Kai, LI Shao-jie, HE Jing-bin, ZHAO Ya-wan. Indoor simulation tests on reducing negative skin friction of pile foundation[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 45-48. DOI: 10.11779/CJGE2019S2012
    [4]MA Tian-zhong, ZHU Yan-peng, REN Yong-zhong, LING Yong-qiang. Bearing capacity and displacement characteristics of long-short composite piles in loess areas[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S1): 259-265. DOI: 10.11779/CJGE2018S1042
    [5]LIU Zi-sheng. Field tests on negative skin friction of steel pipe piles in high backfilling soils[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 337-342. DOI: 10.11779/CJGE201502018
    [6]ZHANG Qian, LI Shu-cai, ZHANG Qian-qing, LI Li-ping, ZHOU Zong-qing. Bearing behaviors of super-long single pile in soft soil areas[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1066-1070.
    [7]LI Jing-pei, WANG Kun. Influence of extra-deep pile groups on existing neighboring tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 128-134.
    [8]WANG Dong-dong, SUN Jun. Long-term settlement of pile foundation of bridges based on generalized shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 47-53.
    [9]JIANG Liangwei, HUANG Runqiu. Discussion on singularity in deducing lateral shear stress distribution along anchorage section theoretically based on Mindlin’s solution of displacement[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1112-1117.
    [10]ZHAO Minghua, ZHANG Ling, YANG Minghui. Settlement calculation of the long-short-pile composite foundation with shear displacement method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 994-998.

Catalog

    Article views (1254) PDF downloads (424) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return